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HomeMy WebLinkAboutApproved Plans_17.pdf tY‘`. Tow 4f`Yoh , .YFFItt. . v 011�,��nr I t 'vall AE ate. ops" E:Ill _ .. .�� .�.Cc: c'� ,RECEIVED �y: _..�a_ �. ' �. MAY 15 2018 ,.�.f :_s?,, K_,c,_Ern Town of Vail SPEGIFIGAT I ONS: STRUCTURAL DESI6N5 DESIGN LOADS: PO BOX 6250 CODE EDITION: 2015 IBC EAGLE, CO 81631 PH. 170-551-6740 LIVE LOADS: FAX. I-888-562-4685 • STAIRS 4 LANDING 100 PSF INFOGbPSE.NET DEAD LOADS: WWW.bPSE.NET • STAIRS 4 LANDING 10 PSF �.ATERAL LOADS: -MESE PLANS AND WRITTEN MAT BASIC WINSTRUMENTS FIN,ARE • IND SPEED: N/A UOF SERVICE AND • EXPOSURE: N/A ARE THE PROPERTY OF bFSE,LLC. • SEISMIC DESIGN CLASS: N/A ORORANY INFORMATION CTHIS ONTAINED WITHIN;ON A PRO-ECT OTHER THAN INDICATED IN THE TITLE BLOCK, 15 PROHIBITED WITHOUT WRITTEN STRUCTURAL HOOD FRAMING SPECIFICATIONS: PERMISSION FROM FOSE. FOSE 15 NOT RESPONSIBLE FOR ERRORS A. WOOD FRAMING SHALL CONFORM TO THE REQUIREMENTS OUTLINED IN THE ND5 DUE TO SCALED DRA1INCS. NS OR "SPECIFICATIONS OF STRESS GRADE LUMBER AND ITS FASTENINGS," LATEST EDITION, D SCi REFER FANCIES TObPSE PRIOR AND CONSTRUCTION MATERIAL SHALL CONFORM TO THE CURRENT IBC. TO OR DURING CONSTRUCTION. B. FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR-LARCH (DF), ACCORDING TO THE FOLLOWING RECOMMENDATIONS: ALL 2" NOMINAL LUMBER, EXCEPT STUDS SHALL BE DF 4t2 OR BETTER, AND SOLID TIMBER BEAMS AND POST 5" NOMINAL AND WIDER, SHALL BE DF 4*2 OR BETTER. C. ALL STUDS SHALL BE STUD GRADE DOUGLAS FIR-LARCH OR HEM-FIR (HF). D. TOP AND BOTTOM PLATES SHALL BE DOUGLAS FIR-LARCH OR HEM-FIR 4*2, OR BETTER. PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE0 TREATED HEM-FIR #1. E. DIMENSION LUMBER (2"+ WIDE X 4"-12" DEEP) HAS BEEN DESIGNED ASSUMING THE -_ FOLLOWING STRESS PROPERTIES: FLEXURAL STRESS, 100 PSI; HORIZONTAL SHEAR, 11O PSI; MODULUS OF ELASTICITY, 1,600,000 P51; TENSION PARALLEL TO GRAIN, 450 PSI; COMPRESSION PARALLEL TO GRAIN, 850 P51; COMPRESSION PERPENDICULAR TO GRAIN, 1111111.111111 625 PSI. moi_ F. DIMENSION TIMBER LUMBER (5"+ WIDE X 5"+ DEEP) HAS BEEN DESIGNED ASSUMING THE FOLLOWING STRESS PROPERTIES: FLEXURAL STRESS, 1550 P51; HORIZONTAL SHEAR, 11O P51; MODULUS OF ELASTICITY, 1,600,000 P51; TENSION PARALLEL TO GRAIN, 450 PSI; 0 # COMPRESSION PARALLEL TO GRAIN, 850 P51; COMPRESSION PERPENDICULAR TO GRAIN, 625 PSI. G. BOLTS USED FOR HOOD FRAMING CONNECTIONS SHALL BE INSTALLED WITH STANDARD0 I-- WASHERS AND NUTS. H. TYPICAL MINUMUM NAILING SHALL BE PROVIDED, WITH COMMON NAILS, ACCORDING TO THE 2015 IBC FASTENING SCHEDULE. I. ANY HOLES REQUIRED IN THE HOOD FRAMING; SHALL BE DRILLED THRU THE CENTERLINE '� - OF THE STUDS AND/ OR JOIST5 AND SHALL NOT EXCEED A I/2" DIAMETER. t6.. ('I J. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SUCH AS THOSE MANUFACTURED BY THE 0I` 5IMPSON COMPANY SHALL BE USED TO JOIN RAFTERS/ JOISTS OR BEAMS TO OTHER c) Q LI BEAMS AT FLUSH-FRAMED GOND ITIONS. USE NAILS SPECIFIED BY THE MANUFACTURER AND PROVIDE THE MAXIMUM NAILS SUGGESTED. CONTACT THE STRUCTURAL ENGINEER 0 © I — FOR ADDITIONAL CONNECTIONS AND DETAILS, A5 REQUIRED. v l 0In © STRUCTURAL HOOD FRAMING ASSEMBLIES: ` ` A. ALL EXTERIOR WALLS/ SURFACES SHALL BE SHEATHED WITH PLYWOOD OR OSB, V TYPICAL, UNO. (ANY PANEL IN CONTACT WITH THE EXTERIOR SHALL BE EXT. GRADE). . .. F- I B. PANELS SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN © < -1 PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCT ,^ - 0 - STANDARD P51, LATEST EDITION FOR PLYWOOD ,TYPICAL ALL ASSEBMLIES. Z 'U C. TYPICAL HOOD FRAMING ASSEMBLIES: I • LOAD BEARING WALLS: �, I. ALL EXTERIOR WALLS ARE (ASSUMED) TO BE ASSEMBLED WITH 2X6 STUDS AT 16" O.C. TO A MAXIMUM HEIGHT OF I2'-6", 2X6 STUDS AT 12" O.G. TO A MAXIMUM HEIGHT n OF 14'-6", AND (2)-2X6 STUDS AT 16" O.G. TO A MAXIMUM HEIGHT OF 16"-O" v (y TYPICAL, UNO. (STUDS LONGER THAN 16'-O" SHALL BE REPLACED WITH I 5/4" X 5 1/2" -_I LVL STUDS). • EXTERIOR DECK CONSTRUCTION: Z I. HOOD DECKING SHALL BE 2X HOOD DECKING. PLANKS SHALL BE SPL IGED AT THE CENTER OF THE SUPPORT MEMBERS WITH ADJACENT PLANKS SPLICED AT ALTERNATE SUPPORT MEMBERS - EACH DECK PLANK SHALL BE CONNECTED TO EACH SUPPORT WITH (2)-#8 DECK SCREWS, PER MANUF. DECKING SHALL BE GLUED AT THE BUTT-JOINT WITH 40% GLUE COVERGE.- TYPICAL, U.N.O. 2. COORDINATE FACE PATTERN, TEXTURE AND FACTORY FINISH WITH THE ARCHITECT. ■ om GENERAL SPECIFICATIONS: A. IF CONSTRUCTION ADJOINS AN EXISTING STRUCTURE; THE CONTRACTOR SHALL BE I___< RESPONSIBLE FOR VERIFYING THE DIMENSIONS, ELEVATIONS, FRAMING, FOUNDATION AND ANYTHING ELSE THAT MAY AFFECT THE WORK SHOWN ON THE STRUCTURAL PLANS. (UNDER PINNING, SHORING AND BRACING OF THE EXISTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR). B. ENGINEERS ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. V) C. FIRE PROTECTION: STRUCTURAL AND NON-STRUCTURAL ELEMENTS SHALL BE PROVIDED THE ADEQUATE FIRE PROTECTION, PER CODE, FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. D. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, SUPPORTED AND BRACED. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE SHORING AND BRACING, AND NECESSARY PRECAUTIONS, AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL (1 COMPLETED STRUCTURE. CONTACT ENGINEER FOR CONSULTATION (NOT IN CONTRACT) k.► 1 A5 REQUIRED. L z E. THE STRUCTURAL ENGINEER SHALL BE CONTACTED DURING THE CONSTRUCTION PHASE TO O MAKE THE JOB 51TE OBSERVATIONS NECESSARY TO CONFIRM THAT THE CONSTRUCTION Q j w N 15 PROCEEDING ACCORDING TO THE PLANS AND SPECIFICATIONS. JOB-SITE ] OBSERVATIONS SHALL NOT BE CONSIDERED CONSTRUCTION APPROVALS (STRUCTURAL ---1 (Y 0 ENGINEER SHALL BE CONTACTED BY THE GENERAL CONTRACTOR AND NOT THE r-- z e- I N SUB-CONSULTANTS. GENERAL CONRACTOR IS ALSO RESPONSIBLE FOR THE v > I W SUB-CONSULTANTS WORK), tY If/ OC F. ALL OMISSIONS OR DISCREPANCIES BETWEEN VARIOUS ELEMENTS OF THE WORKING OR IT 0- EXISTING DRAWINGS AND/OR SPECIFICATIONS, AS THEY MAY OCCUR, SHALL BE BROUGHTy V © N TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO OR DURING THE 4 0 0 co CONSTRUCTION WORK INVOLVED. RELEASE OF THESE DRAWINGS ANTICIPATES �, Q p - COOPERATION AND CONTINUED COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT j IIJ III AND ENGINEER TO PROVIDE THE BEST POSSIBLE STRUCTURE. THESE DRAWINGS HAVE 0 0 0 BEEN PREPARED FOR THE USE OF A LICENSED CONTRACTOR, EXPERIENCED WITH THE l 1 T N T CONSTRUCTION TECHNIQUES AND SYSTEMS DEPICTED. �J 111-1 r d) ---z". � d o-) Q ,n Q Q� z , \i,c) f'••••••• • P•om I�Ir� ;# ." /1:,, i PROJECT: 1516 610 2 d0 7 ; rf, 05/7 8 $ STRT DT: 8/2017 V ,ISO •N•.044'= DRWN BY: PUP v 1'%s oNnt SHEET NOTE. EXT. STUDWALL W/ CODE COMPLIANT SHEATHING — -^ � VRFY EXSTNG HANDRAIL FRAMING -A— HANDRAIL 4/ PER CONTRACTOR EXSTNG FLOOR EXSTNG 2X DECK SHEATHING FRAMING RE PLAN EXSTNG FLOOR JOISTS \� NEW 4X10 RIM RE: PLAN 5 L ST NEW / ///tel/ 1 W/ 5/8" 0 LAG BOLT 2X DECKING RE: ARCH W/ CANT. DECK CONCRETE /S\ b PS E FRAMING RE: PLAN PAD f INTO BRACE 4 5/8" THRU-BOLT INTO NEW = BELOW / S JOIST 4 ep t STRINGER 1 STRUCTURAL DESIGNS 1 '! >�IX! _ 1x1.>-<._11 RE: ARCH v% PD BOX 6230 EA LE, CO 31 1411., = o o 0I PH. a O 3318640 o 0 0 I a = FAX. 1-888-362-4685 d AOC INFO®bPSE.NET 1%a I' I% WWW.bPSE.NET SIMPSON HANGER RE. / 141 8 �-8 d14 PLAN NOTES L /2 K TIE=PLANS AND WRITTEN Y MATERIAL,HEREIN,ARE AND ik\3 ARE THE PROPERTY OF bPSE,LLC.. (bPSEJ. REUSE OF THIS DRAWING OR ANY INFORMATION CONTAINED NEW 6X8 TIMBER WITHIN;ON A P THE TITLECTE OTHER THAN INDICATED IN TITLE BLOCK, 15 PROHIBITED WITHOUT WRITTEN BRACE W/ BIRDS- EXT. STUDWALL W/ PERMISSION FROM bPSE. bPSE IS MOUTH AT RIM BEAM NOT RESPONSiBLe AOR ERRORS SHEATHING j DUE TO SCALED DRAWINGS. NEW 6X BRACE r v REFER ANY c TiONs oR DISCREPANCIES TO bPSE PRIOR X r TO OR DURING CONSTRUCTION. NEW 2X DECK JOISTS r`n-- IY kn ( j 0 'SISTERED' TO EXISTING CONT NEW NLOW", 4X12 Q _ / ' z N CANT. DECK JOIST W/ LEDGER DTEGS R RE: PLAN O v Q I / w 4 Q 0 GLUE 4 (2)-1/2" 0 0 t� 0 in . . . . . . (S2.1 / W � v ' 0 THRU-BOLTS AT END 4 ilili 1 5-4 '-‘4 X 1/2" THRU-BOLTS AT 16" ` . ' . ' . % H H N - 0.C. TOP 4 BTM � v � � NX I/ I 0 XOX -STAGGERED- ill NEW 6X BRACE W -) w . ,., 77.° 0 -0 I I. 74 0 > ) mom / Y F- (2)-I' 0 LAG BOLT 33 ;0/ / Y A / 2 11111111111=1 52 1 0 > > > > > > 41- NEW NEW 6X BRACE I- 5'-0" (+/-) RE: ARCH r NEWUPPER^ / CD LEDGER RE: T) / NOTES V TYF. GAIT. DEG< REIN► . // Q Q to 0 z T _c_'.1 2 . 1 /4iI _ I I_0I1 1 0 1/4) (1)/ to 1 TXT //,///.//1//<> 1 ..r Ii 0 z j 0 ,<--( in EXT. STUDWALL W/ Z I— r NOTE: GORE COMPLIANT SHEATHING \\77/\/— VRFY EXSTNG RIM HANDRAIL FRAMING BLOCKING _ ci PER CONTRACTOR EXSTNG FLOOR .Z SHEATHING ' V' NEW 4X10 RIM RE: PLAN EXSTNG FLOOR JOISTS W/ 5/8" 0 LAG BOLT 2X DECKING RE: ARCH7 RE: PLAN INTO BRACE 4 5/8" 4 / . THRU-BOLT INTO NEW Mom JOIST 1- 1> i . 1 . ix ixiXIX1�C1><� ' lit< c,' o :. ._ LAND NS FRAM NS ALAN rms- , I SIMPSON HANGER RE: 0 2' 4' 8' V) PLAN NOTES CONT NEWUPPER^ ry , ,,1� 2X10 DECK LEDGER RE: ^l PLAN NOTES SCALE: 1/4" = I'-©" f n NEW 6X8 TIMBER NOTES: , BRACE W/ BIRDS- EXT. STUDWALL W/ MOUTH AT RIM BEAM SHEATHING • EXTERIOR DECK FLOOR FRAMING TO BE NEW 2X10 DECK JOISTS '5ISTERED' TO EXISTING (^'"\ CANT. DECK JOISTS W/ 2X DECKING, TYPICAL, U.N.O. ��,,��1► K 0 • EXTERIOR UPPER'. DECK LEDGER SHALL BE 2X10 FLUSH- LEDGER W/ (2)-3/4" 4' LAG- W tN NEW 2X DECK JOISTS CONT NEW ^-L01+‘ 4XI2 BOLTS AT 16" O.G., TYPICAL, U.N.O. } z RE: PLAN LEDGER RE: PLAN • ONLOW^- DECK LEDGER A 41 DGSHALLSX2, ''FLUSH LEDGER W/ (3)-3/8" 0 SIMPSON NOTES v z I EXTERIR SDS OR OLY SCREWS AT I6 O.G. (INTO EACH EXISTING STUD). ILI - I- & W . 0 INDICATES COLUMN DOWN OR THRU FRAMING. - ^ IY w w ")(" ® INDICATES EXTERIOR WALL. V ) IL 0. • XXXX"-XX" N INDICATES TOP OF BEAM ELEVATION. 0 0 0 • VERIFY PLATE HEIGHT ELEVATIONS W/ ARCH DWGS. "UCVQ © Q IL- • ALL WOOD SILL PLATES IN CONTACT WITH CONCRETE; PROVIDE "GREEN" TREATED WOOD SILL PLATES ON INSECT AND MOISTURE SUB-SILL SHIELD IN BETWEEN CONCRETE AND PLATE. N N (2)-I" 0 LAG BOLT • HANG TIMBER/ LVL BEAMS FROM TIMBER/ LVL/ STL. BEAMS AND LEDGERS WITH SIMPSON V - HU--TF/ HWU TOP FLANGE BEAM HANGERS, TYPICAL, U.N.O. • HANG JOISTS FROM FLUSH BEAMS AND LEDGERS WITH SIMPSON LUS FACE MOUNT Ui HANGERS, TYPICAL, U.N.O. I z ry V ‘F " Q ______,c_____ • ALL EXTERIOR WALLS ARE ASSUMED TO BE CONSTRUCTED OF 2X6 STUDS SPACED AT 16" O.G. W/ 1/2" EXTERIOR PLYWOOD 4 WOOD BLOCKING AT HORIZONTAL JOINTS, TYPICAL. • RE: CONTRACTOR FOR HANDRAIL AND STAIR FRAMING. • THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, AND ' I < 0 - 0 ASSUMES NO RESPONS IBL I TY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN PROJECT: 13°16 2 TY�. G A I T. DI-C.< R- I I =. CONNECTION WITH THE CONSTRUCTION WORK. Q LIC STRT DT: 8/201 1 -'S •«•.•-4 i 52 . 1 5/moi 1I = 11_011 V.' '"`` 'r DRWN BY: PUP `Tyh Via' �._; : -'0794 a ; SHEET irk 45/t08 ;c + SAL 52 . 1 REBUILD STAIRwt RAIU UG CAP @ 42" hT. br6r,nns5€R /f� RESER t 3 x t 2 RS DF STRINGER .4c WEILL`READ notcned7 4 X 4 DF RAILING POST W/ I•'-' 5R@ G" I 3 X t 2 R5 DF TREAD X 3G`W (f) 2'@„36'@ I 13 R @ 7.36/21@ 10.25" t. 13T@ I& 2 i." X G" _AG ',_:.7-: 1 8"MT GUARD RAIL 4.,"Phil it • t' i 4/- ( Na 174 ' ej EXTEND MATACNING w — �✓ 1/,'t ANQRAiL t'I OZ HANDRAIL NEW FAILING TO CODE KNEE U IT _ NIT BRACE 1 :. ONE Th KEE DETAIL 03 X10 DI= STRUCT RIM I ` , \ [ UN `T I / JOIST u- EXISTING DECK d O o _ ,, linil m METAL ELAShING 2 2 X I 0 X 57" DECK JOISTS 1111wAIIMII I=RoRoS D SANDWICI-ED WI DECK Aix 2 X G REDWOOD DECKING �„ „ o ADD x T-IRU BOLTS @ 10" o.c. --s W EXISTING 2 X I 0 X 3G" DECK JOIST STAGGERED ( 3 EDGE CLEAR ) - 0 < 11 2: 10 1-- %' I 7 ---,_ I I 1----I C) LLI © © III o f oz. Q Yo X3X8STL �> > 62 ANGLE W/ `� o 0 © /�II X 3 LAG ntl_ 0 PLAN -8" = I '- 011cz BaLTTYP. Ori– w [ 3 x I 0 D E ST'U CT RIM01 U - 3 X I 0 STRUCT LEDGER. 3G" GO0> 9 (1) BEYOND ) WI EXISTING PROPOSED -_ FROPOSED 'cNEE BRACE PER ___l z z21 ILI cz �-`` DEC STRUCTURAL Z 0 < ADD I ENGINEER 0 ( 2 LOC ) EXISTING #� D0 cD UNIT STING 2 X I 0 X DECK JOIS � � Imo– � II I Z *A 0 N E U . IT - I c` \ ) NM 1111.11117,,z Z p 1 1 ONE ° C KVEE II DETAIL .A BRACE L I O f `001 , I SIM EXISTING 3 X G RS DF STAT 2 2 x 10 x 57" DECK JOISTS CQNC A ._.4 0 1 FOUNDATION STRUCT SILL SANDWIChED W/ II RESU4Lo STARS t1' VO 5@G. 211 X G" TRU BOLTS @ 10" o.c. 2 T @ 36° ®X 6 T TIMBER R€SeR COMC."h'F'LL TRAD 3T@ 16" L NIT TWO I STAGGERED ( 3" EDGE CLEAR ) 0ES11 T 1 x211 = 1 1_ 0" 3 X I 0 DF STRUCT RIM ELEVATIO \ %" = 1 '_ 0" CD SCUT– ELEVATION 0 JOIST I0